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A beam with a symmetrical T-shaped cross-section, as shown in the figure, is subjected to pure bending. The maximum magnitude of the normal stress is realised:

Beam bent by equal end moments M, labelled Top and Bottom; its cross-section is a T with the flange at the top and the web below

  • A.only at the top fibres of the cross-section
  • B.only at the bottom fibres of the cross-section
  • C.both at the top and bottom fibres of the cross-section
  • D.only at the centroidal fibres of the cross-section

Answer: B

The maximum stress occurs only at the bottom fibres.

In pure bending, normal stress is \(\sigma = My/I\), proportional to the distance y from the neutral axis, which passes through the centroid. A T-section is symmetric only about the vertical axis. Its wide flange is at the top, which pulls the centroid up toward the flange, so the bottom of the web is farther from the neutral axis than the top of the flange. The largest |y|, and so the largest stress, is at the bottom fibres.

Equal stresses at top and bottom would need a section symmetric about the horizontal axis, such as an I or a rectangle. At the centroidal fibres y = 0, so the bending stress there is zero, the smallest, not the largest.

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